My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD BLDG 45-01 2021-02-22
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 45-01
>
3003 W CASINO RD BLDG 45-01 2021-02-22
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/22/2021 8:42:44 AM
Creation date
2/22/2021 8:42:37 AM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-01
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
CASPER, PHILLIPS Sc ASSOCIATES <br /> 45-01 Vertical Upgrade Phase 1 Executive Summary — 90% Submittal I <br /> pg <br /> The scope of the 45-01 vertical upgrade is to ensure the building structure meets current building code <br /> requirements following the replacement of the eight stacker cranes, process mechanical and controls <br /> equipment and the replacement of two engine insert hoists with two engine insert hoist cranes relocated <br /> to the south end of the low bay rails. The 2015 International Building Code (IBC) controls alterations to <br /> existing buildings by referencing the 2015 International Existing Building Code (IEBC). The IEBC has <br /> three compliance methods for alterations. The Work Area Method best suits the project due to its <br /> flexibility for checking compliance of existing buildings to current code. With this method, removal and <br /> replacement of existing equipment with equipment that serves the same purpose is defined as a Level 1 <br /> Alteration. A Level 1 Alteration requires the building structural system to comply with IBC gravity load <br /> requirement if the replacement of equipment results in additional dead load. <br /> The new process equipment and engine insert hoist cranes will impose additional load on the building <br /> structure; necessitating the need for gravity load analysis. Furthermore, numerous modifications to the <br /> building structure over the years, including a walk-on ceiling, have resulted in significant dead load <br /> addition beyond the original building design. The vertical upgrade includes the cumulative effect of these <br /> modifications in addition to the effect of the current proposed modifications. <br /> This 45-01 Vertical Upgrade Phase 1, 90% submittal includes details of the math model finalized for <br /> member stress analysis results and includes the required strengthening details for overstressed <br /> members. Phase 2 of the project will analyze the adequacy of all primary structural connections and will <br /> document the design strengthening for connections where required. I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> Page of I <br />
The URL can be used to link to this page
Your browser does not support the video tag.